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2002-147 (2) I UM'K ir QUEENSBU y }` 'M1 BUILDING D@xamnation, .. $ci mpliatlCestgtllquratxrsshall REVIEA'EDBY - not be� as; ,�@ NOTICE NOTICE ,.�•' pars and sped-im are in tuy FOAM.INS 1 8 /{ u COVERED ` L1ATE �) �� CL%^dlan( Wjlfl the E OF END. WALL./PROP. LINE/PARTYWALL " ��•�t4N Ivry $E SMOKE DETECTORS ARE REQUIRED 1 $ c° BY A 15 MINUTE THERMAL BARRt ADJACENT TO BEDROOMS,AND ON EA FLOOR n RM�CE�AyM LAR OR BASEMENT SMWPa- otStrF El ERCO NNECTED ON ALL GN J s'POIREP cGREr o MaNnce ATneoFrcaw�caLa 5 g b Fa.NDArm(rYP.) a4,, vw �ppa PSI WARM SLAB e � A"GONGRE 'AA6-1110�.) P51 � � ®E o o"o I~ GN A"MIN. PAGTED • ' •. n.�ge z CRMgA.AR ILL (/�. x 16"CANT. CE LAR 4"'D 5GH.40 PE 00J TI�/ D°u0 E9 3 G N �p�b I GANG.FOOTING WB"xB"PLA TOP 6 I 25oa Pe.0 UN-FINISHED BOTTOM® OFT GON ( E"° sY w 10"POURED z B"PG(IRED *'•3000 PSI GONGRE ! RAFT PAP INSULATION UST Bea o 0 0 HALL(3TE O I G,ONG,r_ SLAB ON "'MINIMUM I CU" gy N •COMBUSTIB E BARRIER WALL(3p00 WALL(3,000 COMP,G NULAR FILL I k �•'m SrEEL a. Ga-66 GN 3d sy, e Y(•,�_\ XIS'•GGNGRETE Fa TYP. I.GNTR�0. INrS _� 38" 3 x Iq .S 48°x 4B° 2 Q '�.§•a;' 9•- 9"-k Y-OT THICKENED SL I m ®seiwena� �nre« o' THICKi, SLAB I• .. Pa" P TNAIL READ PT9'/A'H%A'W I2 /2°h x 4°d % SQ i 4'xll'i/B ML B -•~ POCK�5 EA.END FURN. 9 9/AT1 x A'W BS4 A4 �x 4D 6M.P r. LZN-p�RISERS _ PILASTER CONTROL JOINT FIN m B"EA aFfGM iE r0 EE'PRE S.rRrv. PAN " ' COLUMN STEEL _ '_b'• 1_g 9 dj '1-q ( 12-9 T-9k" P. GOLUMNETYP.` 3)2 4 P0575 e, - Mn P®a"POaxv+s i ce _.. _ _._. I �•%16"GONTIW;, 4 ` ON 2 x20"xi T AB w x 0"h x 4 d �0" 30'x 11.1 + -la rarvQimi wx�w GL1\'G f"adFlNb 9rY _ 250p P51 .I BEAM POCKET THICKENED S i GONT JOINTS 2-I 3 4"xq 172 ,M - _I 4"xll FS-2'I SUL.TO L• SECTION — •. —_ _----- BELOWIN.GRADE, �u B GFI A.EXP.ALL FND.WALLS ° Sn THICKENED SLAB m 2 FOUNDATION JOG D AIL L &„ IGS�.A6 I I m EXPOSED TO GOLD. UP 13 RI5EP,5 @ 7 13/I6 U no seal. N L{NE%G ATED I' I .b I HAND AIL @ 32"ABOV'TREAD STEPPED 12 AD5 a q".1 I/B" OSING 6" x i2 /2"h x U ''�/� /7 L A I t — 8EA POCKETSO C;YOoj. /9, -0 N FOGTIN6 L4J` A TEO o C f T M POCKETS E " a 'Y 6®. .-7 G TROL JOINT JN M.L.B - mO d. I r W PI/ b <' TEP ARAC.oE I' O� � ( :''� = 1 2002 GGNTRGL J0INTS I STEPPED C1 N� N Fpai'IN6 I U XCAVATED 15L PE 1:, '.I TOIA�" tIGLD p TGP GF FND.WALL q° 000 C ETE UN XCAVATE PER SITE GGNDITIGNS p I I• BUJ. AND a ERPgp2 SLAB I PORC AND GARAGE SLABS — 5 B ON 4° IN COMP �a ulcK sL N ODE Y y®y, A000 SI cpNGRETE S P.b RV A'"MIN I : GR FILL w/W4xWi 4 W.W. _ GGMPAG ED 6RAM,LAR FILL W//bx6 WIA CON ROL �F �. S xWIA WWM.REMFGFGIN6 = -- - -- JO NT v� __ Y-Ip}.. .k 5 EP ETN n _______-_— POURED CONC.WALL AA-6" @PARTY WALL 0 L7 p w Oi I ¢ m _ CCONCZ TING - "70 AAVERL.'Y PL,4GE 6' HOLD DOWN FOUNDATION AND OVERPOUR SLAB -. �Y FILE O i 2'_II. ounwN er:n.cooracr G_OF END WALL/PROP LINE/PARTYWALL 65 W,4YERLY PLACE oAre 2<I—J av,2— SHEET NO. OENffP,L NOTES I. WINDOWS IN BEDROOMS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 4 SQUARE FEET THE MINIMUM NET CLEAR OPENING GHT SHALL BE 18".THE MINIMUM NET CLEAR E OPENING WIDTH HALL BE 18".SILL HEIGHTHEI SHALL NOT BE MORE THAN 42" A.F.F.@ ALL ABOVE GRADE STORIES. 2.PROVIDE 5/8"TYPE"A"GWB ON BOTH SIDES OF COMMON WALLS OF ATTACHED GARAGE, E v} AND REMAINING GARAGE WALLS&CEILING 3 ALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHEREI SE_ 4.PP VIDE PROPER BACKING FOR HOSE BIBS,FIREPLACE MANTELS,PANEL MOULDING, - 3'- EU 6'Y W000 LOLVMIV RAILINGS,VANITY TOPS. - 5 PROVIDE FRESH AIR FEED FOR FIREPLACE PER NYS CODE, W - '- b, GARAGE WINDOWS DO NOT REQUIRE LOW E GLAZING, `4 1. GARAGE ENTRY DOOR TO BE 3/4"HOUR WITH AUTO CLOSER INCLUDING METAL JAMB. - M.C.R.O.=14 1/2"X 24"BOTTOM @ 48"A.F.F. 2'- ' _'�` 9.ALL NON-DIMENSIONED WALLS ARE 3 1/2"U.N.O. 10.PROVIDE EREBLOCKING @ 8'A.F.F.MIN. ®vo`�-'oi OPT] NAL WALK_OU_BA`_ II. 2.6 EXT.STUDS 0 16"O.C.,201 BRNG.STUDS&KITCHEN/BATH WALLS @ 16'O,G, 7-Ili" COLUMN @ LIV✓DIN. 2x4 NON-BEARING STUDS @ 16 O,C. "E v -- 2"TO ' ms� I ® 12.8'-1 1/8'PLATE HT @ iST FLOOR&8'-1 1/8'PET.HT.0 2ND FLOORS-U.N,O. - w FND:WAL14 —v B PT OPT.%OPT. 2xk PARTY WALL @ I6`OG. - a E� (�p 2rn 9' LAT' SIEP L AS SO �.L ` -I IT ry.6'-11"HOR.Hi.®1ST FLOOR&6'-10 7/8"Cm 2ND FLOORS-U.N.O. DETECTORS SHALL BE HARDVARED oaoo-�- IO'-1 I/8"PLr.H F--- +�B;4TH-$AHAUST VENTS SHALL BE VENTED TO THE EXTERK 10'-I I/b"PET.HT. 5 I%1' -- 2'G" 'd' 1/2° 5'd' 0 LEdEND BEDROOM 2 _MASTER OP II SMPKE DETECTOR A TUB/SHOWER SUPPLY 4 GAS SUPPLY 10'FLAT DEICING OPT. •BEDROOM GARPETEP FLOOR OPT.FIREPLACE_ __I ®P�.�.NT LEDGE PLUMBING STACK o IO'FLAT CFL m 2PLUMBING VENT caRPeren FLOOR o LIVING VAl EGEILIN6 I rt. I I CARPETED FLOOR --I - �� 2'-4" '�'-II�" 4'iR J�ITCHENB g_d�4-4gI`- -d' - p BELOW_—'I` O� OP IONAL2,-4A- Io - WAK-OUT _—3,7. b, .. H ___ _.Y__ O 'AF.F.i RAIL GAT 32" GAPPED u WALL®2N 1/4 -- SD HEADER AR HS INGL ti� E T T 32' AFF W16°O WOOD POSTS x�y DOWN 14 RISERS @ A.6 F.F -8" rZ„O ^' 13 TREADS 0 9"+1ING �'- INSTALL REMOVABLE -�-,..,8'FLAT 0 AT l 13/16" DINING © SASH HERE ®;12T AT 9"rl I/8" CAR.PET FLOOR N : -W.I. NO ING 6'FLAT � r- °� OPT.A PFT TH -- OPEN AT 36"A.F.F. �MASTER = - PA55-TH 2' "„ z- '� fBATH I i f5 42" Fw N�° FOYER ALL Dom- TCHEN II HIS - -I L - BELOW KITCHEN BELOW VIN. 'I ,. k R.AMIG.i F.F.��P`u onAr _.--_._NYC II -- rI N OL 5.�.. 7,. VINYL 11 OI T, 5'�l•• ,I/2" y Sr FOYER°. a 10'FLATi } _�-" _ 9-s{'_ 5�" __T._PWD/STORAGE Q) SEE SHEET A-9 --—I P i c FOR LUXURY BAT STOR b R ( 12 x ILE v° 5/4'x 6' .:., Q COND. -� ®VIN a r a r rtnt >n GAPPED HAL b -II 1/8 aj AL F, ®8'-3`AFF. O N IS'TALL I _ P A LTED GEILIN6 'I T 10' IA FLAT _ I mla SHIM BOTTOM OF DOOR 3/4' N N 1478 TO ALLOW FOR FINISH FLOORING `T __ 3 ", WOOD STEP PER 517E CONDITIO b FLA TO THI5 LINE 2 CAR GARAGE I ENTRY -`S —� `-_ T¢ CONGREWE FLOOR 1 1 '"ze BREAKFAST/A� I I I Y w u O`* PLTTORY - — 3 ®FOYER (TARA6E NOTES CEDAR WRAPPED w 5/8"TYPE'X'G.WB.ON BOTH SIDES COLUMNS E r OF WALLS COMMON TO LIVING AND V GARAGE,ALL REMAINING GARAGE © SECOND EMOR LQUIBONO ROOM VARIATION WALLS AND ENTIRE GEILIN6. ALL •_,ri_ I.._ OPFNING'5 TO LIVING SPACE SHALL ��p� BE 3/4 hr.RATED w/AUTO CLOSER. 68 WAVE MY PLACE WOODRUFF WP3 o - Lrt2 0 REVISION FATE 7 ADD TRANSOMS AT LIVING 0/30/0 THE ALTERATION OF THESE PLANS UNLESS DONE UNDER THE L 2 FRAME WALK REVISIONS 11/27/01 A_r'T ON—ov:o. coovREv — --- ---- DIRECTION OF A LICENSED ENGINEER OR ARCHITECT IS A 3 DECORATOR REVISION TO LOFT upz/m ------ VIOLATION OF THE STATE EDUCATION LAW, RULES, AND REG- ---- S ENLARGE UPENINC FROM LOFT 7/3/02 FRE FLOOR PLAN ULATIONS AND IS A CLASS A MISDEMEANOR DAre 3 JANUARY.2002 --- - SHEET NO. RIGGE VENT / --._--RIOTS VENT 1/2' WAPERW ROOF SF1EAmING /,/// WPFERWOO ROOF 511EAmING w/tF-CLIPS AT 2A"OG. w/tt-�G_IP5 AT 2A"OG, N.Y.S. CERTIFIED ROOF N.Y.S. OERTIFIED ROOF TRTYt_.ES AT 24,O/_TYP. Z n HEEL N TRLY3#5 AT ZA"OG.,1'`!P. HEEL HTy z c 2 wEao w 6 FIBERGLASS SHINGLES 2-I6'M.L.UPSET BM. 12 Iz 17/8••TJI RAFTER5®2A"OL 6. F 6 INSTALL TYVEK 1 _ C OPT. BATH _ BEFOR TRl/55E5 ARE INSTALLED HT. Y HEEL HT. IL =E �b, 2x6 LEDGER zv 8 E r� FASTEN W/16d AILS JI FLO JOIS 5 O O D INYL V-GROO T I FLOOR t'UIT5 AT 6 0 rf / SHEE K A D CANT.VENTED FFIT v a 2-II i/6"ML.D APED BM 'm Ir m LIVING o MUD BATH GARAGE ° MIN.R-19rr I f DINING B/4'TIC llAFERBOARD WALL CONST.TO BE 2A's AT RIM ROOM ewE�O STMGIP.EI^IED ®16"O.C.W/1 IAYER 5/B' Ar""RIM 19k5EARING HALL BEDROOM #2 15T FLOOR TYPE'X'GYP.BOARD 5T FLOOR 7 8"TJI's&16"OL. T.O.P. 7 S"TJI's 0 1r OL. rr J F5-z5 R-II INSU TO jr CELLAR r-' BUILDING SECTION 3 Trusses FXT"END AS••CJ.ON FOW FIN 61TLMINAr.DAM ING TYP I r a o 4••6OW-RETE S p15 Slmpson LSTA15 strop r - with t2-10d x 1D"nails. "�/ idl Blocking m +�. :` 'Iv 'I asa o A.ta 4"PERFORATED FOOTING PROVIDE Vx4"KEYWAY GRAINS,OGTVNELTED TO 5MP PIT. FOOTING AND FOUVDATION,OR �RIWE VENT W-R4 DOWELS AT V'OL. OPT.BAY 6..o �. BUILDING SECTION 2 AT AY 1wz^TW5 WOOD 54'IEAmIIY �} Beveled beoring 2x8 ledger ROOF Microllom VL, // /N-CLIPS AT SHEET OG. D1 TER PmberSt and °oyr R 1 4 oohs @112'S.'s!ggered �"-5EE['&T IL 1H15 SHEET TYPICAL EJ(I'ERIGFE.W A MrB V Iy�I iimber5lrand C'�L IGH END \ m +AIR MAL VINYL SIDING yy �i�H _____...... +AIR P�ILTRA VI N 6ARRIEK111" \_\',_, qz „12H +1/2"WATRWOOD WALL SHEAl l v -'--------- R +2x6 EXTERIOR WALLS AT 16"OG. - 5 +R-15 15ATT,IN:HLATION OPT.BAY 6 + I VAPOR 6ARRIER W/6"O.H. 4 MIL POLY j N.Y.5. CERTIFI ROOFT TRLF-.ES AT OL. n +I/2'•6YPSM WALL.FOARD bit O Rmt b4:T I J. O 'KANT-SAG'TW2b HANGE HEEL HT. 2x6 LEDGER m _ATE VFNI' i ly b'O.H. F E- I 'Fr w 1 __ JI FLOOR 01STS Xr 16-OZ, 6:YL 1 9 1/2'ML.BEAM INSTALL TYVEK BREAKFAST s TO HOLD INSUL.14 PLACE = LIVING KITCH DINING 'E "wn'�' I MIN.R-!9 ROOM 5/A"TBfi WAFER50ARD Eft n o ssnx++rs AT RIM �8'� �ED OR AND 5GV-EATHIREWEO.NI FIN F OOR ROOF PLAN JI FLfJOR JOTS 6 OG. a T/PLATE O r A�a�I AT "£ °EAPr fr m 5„�STEEL PIPE caLMN N o win DIVER E BUILDING SECTIONS FS-z5 R-11 IN5,LATI6N TO :q ,° rr - EXTEND 46,ma OW FIN.CIPITE r j CELLA 1fVP 322 WOODRUFF0DWOODRUFFR 'a I2•oN. PITWINOJS DAMPROGFIN6,TYP 4' OLAD _ 'f T/SLAB SCALE:1/8'=t'-0" NO' —SION EAiI SLAB THIOKNE55 1 tw er.¢r z wiu.Iwre 7/e/0 A"PERFORATED FOOTING PROVIDE 2"x4•'KEYWAY 6ETWEEN TvreWc Oar w+.ne.Kae n/u/q n DRAINS,OONNEOTED TO G(W PIT. FOOTING ARID FC"ATION CR By:O....l.Er - --- __ AG•O�' OR 12"-/j4 DOWEJ_S AT 36.OL. BUILDING SECTION 1 — O.TE: is oECEMeca,2- ----- SHEET NO. OF WIWOW/OOOR I ;N — -- --- — A.nre F1E&IT -I La Jxa Ea wnr�-i - - -- _ - - Ixk CEDAR TRIM HEM IIr. SEfiGi'!E R.OGR RATE HEIGHT A (2 ____��_��_�y ,..1__-__ , � ��yT--I��y !X'fIONAL WN�glf�6AY HEIGHT a._v m OAi�W ID® ®® ®® ®® .... ys u h � / II I I II I pP E .... III III I 1 hp p0 II II II ILL`-I ='LJI IL- �r FIRST FLOOR r-Ir 11 If 1 111 FIRST rLOOR u _ RATE f1EIGFR I L J LJI I L J L J PER SITE CEDAR WRAPPE COLUMNS L cl"ITION ( I I I FRONT.ELEVATION I TOP OF SLAB � REAR ELEVATION _ .A u N. MWR� IONAL WNX0.R'6AY a Y Vl brt91A MMD `�L La 0 DO mo —AY' Wl L WNJWf" rFFI HT. 4 r6AY WIDOW RATE I-E'lFAiT �- * �r TT-il i.-____----__ OPT.WINDDW l' L L_1 fl.0 C OH M"on M OF + I..I +T nBUILT-IN OVER FIREPLACE DETAIL ILJiLJ ______ LJ FIR5T"op, — T _ OPT. LOFT/BONUS ROOM COND. WP322 WOODRUFF II I II I J6A£MENI-fl.00R SCALE:11E- -0., N0. REV ISILt DATE RIGHT SIDE ELEVATION LRAwa s.:L. cLLracr —-- —_-- A2.05 LATE;ao iur,zom -- - SHEET NO. &ENERAL NOTES PCL.RIM YVMANP,ERS @ WINDOWS PDL RIM W/F1N�F1Z5 Wlld/AN5 I.MICRO-LAM(M.L.)BEAMS AND TJI',TO BE INSTALLED PER TRUSS JOIST CORPORATION RESIDENTIAL PRODUCTS REFERENCE GUIDE NOTE: OVERHANG TREATED SILL PLATES 1/2" EL I 2.HOLD FRAMING MEMBERS 6"CLEAR OPT.GARDEN-LEVEL BEYOND END.WALL TO ALLOW FOR FURRING OF EITHER SIDE OF WASTE DRAIN$AT TUB m=° AND SIDING 0 END WALL AREA(REAR&GABLE SIDE WALLS) TOILET AND SHOWER.DIMENSIONS INDICATED JOIST AND BEAM LIST 0 OPT.GARDEN LEVEL BASEMENT ARE FROM CENTER LINE OF DRAIN J u o€J J.ALL FRAMING MATERIAL SHALL BE Plot UnIt #Of Net onEs: 02 SPRUCE-PINE-FIR OR BETTER ID Length Product Qty Plies 0ty 40'7 ---- J1 36' ll 7/8' TJI/Pro-120TS Dist 6 1 6 �r Eau 4.FIRST&SECOND FLOOR DECKING SHALL BE j 777777 3/4"WAFERWOOD-GLUED AND SCREWED J2 35' 11 7/8' TJI/Pro-120TS joist 6 I 6 H/2� 2' - 6'S 1/ - 2' 2'I" 2' 4'8" - 2' I6' -- A 34' it 7/8' TJI/Pro-120TS joist 2 1 2 _ 5.BLOCKING UNDER PARALLEL.PARTITION WALLS ABOVE A 33' 11 7/8' TJI/Pro-120TS joist 2 ] 2 =° s 377 C S(�IypN-gFpewc watts. J5 32, 11 7/8' TJI/Pro-120TS joist I I I 7G"SC.CAD BEARING WALLS. c Es I A 5' t.75' 1 A75, 1 A 5' A2 6.ALL JOISTS FRAMING TO BEAMS„SHALL BE J7 29' 11 7/8' TJI/Pro-120TS joist I oist 2 1 I Via➢&vs SUPPORTED BY SIMPSON V210 METAL JOIST HANGERS JB 28' 11 7/8' TJI/Pro-120TS joist 1 I I °E ,'- 1. ®SINGLE JOISTS-u210-2 /�DBL.JOISTS(U.N.O.) J9 25' 11 7/8' TJI/Pro-120TS joist 8 1 8 By o c v 7. ALL 2.I0 FLOOR JOISTS rn FIRST FLOOR FRAMING JIG 20, 11 7/8' TJI/Pro-12GTS joist 10 1 10 ` SHALL BE 16 O.C.u.N.O. Jll 19' I1 7/8' TJI/Pro-120TS joist 1 1 1 _'Is J12 14' II 7/8' TJI/Pro-12DTS oist 1 1 1 8. ® 1 INDICATED BEARING PARTITIONS ABOVE OR BELOW J13 11' 11 7/8' TJI/Pro-120TS joist 1 2 2 ,1 07' J11 PROVIDE SOLID BLOCKING AS REQUIRED 1l4 10 11 7/8' TJI/Pro-120TS joist 1 1 °'<Eo£= 14 6 I 6 9. ■PROVIDE SOLID BLOCKING TO UNDERSIDE Jib 4' ]l 7/8' TJI/Pro-120TS 7/8' TJI/Pro-120TS joist oist 2 1 1 OF FLOOR SHEATHING FOR TRANSFER J OF POINT LOADS.RE: 1/D-2 MI 1T 3/4' x 9 1/2' 1.9E M:crotlan LVL 2 2 S 01' m. M2 12' 1 3/4' x 9 1/2' 1.9E M;crollam LVL 1 2 2 k II `m 10. DENOTES PLUMBING DRAINS-MAINTAIN 12" M3 41' 1 3/4' x 11 7/8' 1.9E Ml crollnm LVL 1 3 3 IIfi1" I - CLEARANCE TO FRAMING MEMBERS MS 14' 1 3/4' x II 7/8' 1.9E Mlcrollam LVL i 1 I I I I I . (14 93 I I ( JIO,Og I I I ( I ( I JJ HANGER LIST -Simpson Strong-Tie Company, Inc.? A I I ( Plot 6 I I I I I I I I IB1 7 J9 ID Qty Product LabetTop Him is Face Nat is Member Not lsNotes ' � —— LEVEL NOTES ..,. 8...--%' 1 HI 1IUSI 81/11 88 8 IId (1)(5) - (1)(5) File Name woodruff.JOB I 3 Level Name: FIRST FLOORnerdotH1> Inca non-stocked hanger Plot Date 5/24/01 13,4 2Jj (5) Backer Blocks Required Design Date 5/24/01 13,3 it Drawing Scale, 1/8' 4'SYMBOL LEGEND jp / " ` 1 3..1 q'' I J Till Joist Type Job Status! .Foundation M Rectangular Product Type 5/24/01L 13R34.PlottedSECOND FLOOR. Read to Plot— Bearmg Wall 5/23/01 16 58 y .(M4 t=4 H2 M1 4 /� REQUIRED BEARING LENGTHS _ Be- NOTE• Level des;gn t;nes Ind'cated abov —T 2 Hearing X Column(CBO) pro Vide assurance for proper level I3 JIgI I I 1 TT I I @I I Warning Label Length stack;np. Upper levels must have H 1 Oi M5(67) 12.6' H Hanger Type design times, Hanger Symbol Design Methodology, ASD JI S 40 p f Live Load J14 (I I I I Q2 M3(26) 5.59' Pc Parallel Closure Type Floor Area Loading Is, @k Blocking Type s tt 3(,� M3(26) 7,71' 9 yP 12 psf Dead Load / Extra Blocking Maximum Joist➢eflectioni Icy { I Jhg MI(117) 5.31- (Lineal board length for panels L/48D Live Land _F-- different from the O.C. spacing) L/240 Total Load ��P��4yyyyyy A2 A2 J 0 Headers not alined require Rm Rim Type TJ-Pro Rating Information: m 1.75' °- 1.5' of bearing length. yP LWeg owest Rating, Average: 53 r 1.75 — Point Load lowest Rattng, 46 2 2 Support widths provide Highest Rat leg: 71 adequate bearing far — Line load Glued&Nal led Decking is Assumed 1 75 I ( I I I I I products not listed. Direct Aprtied Ceiling 's Assumed Zil Area Load Floor Dec Ing: 23/32' OSB Detnit Callout Label Normal O.C. Spacing 16" ea ' ' ' ' a, (See Builder's Guide or Pocket Guide Default Nall //Boom Width, 8'9 � — Bearing Width Label Standard Rim: RmIX A4JA I— Joist Layout Symbol Standard Blocking: Bkl■ i -- R Level Warning TJ-Xpert 6,11 (#675) A l 7 ___ V Wall Header/Bearing Width Warning C6.lj D6.11 56.11 P6,11 ■Unless noted otherwise ACCESSORIES LIST FIRST FLOOR FRAMING PLAN o Untt # Net l 112° --- 6'8" II'4" P IDt Length Product Qty Plieses Oty Met WP322 WOODRUFF Bbl 1' S/8' or 3/4' Backer Blocks B 1 6 PC 33' Il 7/8' TJI/Pro-120TS joist 1 I 1 --__ ————————— Pc2 25' 11 J/8' TJI/Pro-120TS joist 1 ] 1 Pc3 20' 11 7/8' TJ VPro-I20TS joist scnia: /am�_o• N0. aeuvOH DATE Pc4 9' 11 7/8' TJI/Pro-120TS Dist 1 1 I - _----- -- Pc5 3' 11 7/B' TJI/Pro-120TS Jfolst Eb 5' 6 1/8'11 7/B' TJI/Pro-I2gTS Blocking Pane as t l 1 FIRST FLOOR FLOOR FRAMING PLAN Bkl 1' 2 i/4'Il 7/8' TJI/Pro-122OTS Blacking Panels 10 0 oeaww er:o. /� Rol 8T 11 7/8' TJI/Pro-RTS I I 1 --- -- A-'7 Shl 4' x 8' 23/32' OSB 49 1 49 ch E.eY: onre, s ocroece.zom - SHEET NO. L (2) 2x6 HEADERS Ar OPTIONA_ PAY WIhIDOW o 2 G RAFTER TAILS AT 2A OG j E _; AT OPFIONA-WAJC-OJI-6AY J � r ACCESSORIES LIST JOIST AND BEAM LIST a Eea 2 2-2x12 Plot Un't p of Net ID Len th Product Ot Plies Ot _Plot Length Product UQty Plies Qty Pc" 13'g 9 1/2' TJI/Pro-12DTS joist I 1 1 0 3q I/78 PC 2 12' 9 i/2' TJI/Pao-120TS,foist 1 t 1 OPTIONAL WALK-OUT BAYS J7 T 7/8' TJI/Pro-1Z0 joist 9 1 9 Pc3 10' 9 1/2' TJI/Pro-120TS Joist 1 1 1 Hdl 10' 1 3/4' x 9 1/2' 1.9E Microltam LVL 1 2 2 Pc4 8' 9 1/2' TJI/Pro-120TS,foist I 1 1 =vw Rl0 Bbl 1' 5/8' or 3/4' Backer Blocks 20 1 20 M4 11' 13/4' x 9 1/2' 1.9E Micro=Lam LVL 1 2 2 Rml 39' 9 1/2' TJI/pro-120TS 1 I I Ada _ Q a 2x6 5UB—FA5GIA(TYPJ Shl 4' x 8'23/32' OSB 10 1 1g g_ 2 1 L6 — —— _2 2x Hai JOIST AND BEAM LIST - (T)-2x6 AT FIRE Plot E.o I 11 i/ta Xb1 2 o OPENING, Unit q of Net $�o p �® .6 m = ID Length Product qit Plies Net ESos x JZ 12' 9 112' TJI/Pro-12ITS Joist 12 1 12 �- - 9 Tg -\ Ix S�-RFucE(Tye.) M4 7; 1 3/4' xJ91%2'11�9E f�tcro ltam LVL 1 I 1 x I Jl J5 4' 9 1/2' TJI/Pro-120TS joist 4 1 4 J6 3' 9 1/2' TJI/Pro-120TS Joist 1 1 1 - z„ )/g• �w M1 16' 1 3/4' x 11 7/8' 1.9E Microllon LVL 1 2 2 �J m M2 6' 1 3/4' x 9 1/2' 1.9E Microtlam LVL 1 2 2 M3 4' l 3/4' x 9 1/2' 1.9E Ml Crollam LVL I 2 2 IMDERFR4ME CEILING TO 6-I va A.F.F, LEVEL NOTES t ' A2 A2 2 M .75 1 1,75' I HANGER LIST-Simpson Strang-Tie Company, Inc.? File Name: woodruff.JOB Plot Level Name: SECOND FLOOR H J ID Oty Product Labe[Top Nai lsFace Nai lsMember NailsNotes Plot Date 5/24/01 14:43 ! HI 101US I.81/9.5 8-N10 (ll<5) Design Date; 5/24/01 14,43 Drawing scale: 1/8' - I'J2 )/tz 1 78 H2 31US 1.81/9,5 8-N10 (ll 9 ' H3 IITT9.5 4-NIO 2-NIO 2-N10 (ll Job Status n u H J2 J2I if N( = Han er Notes: Foundation ...Foundation Ai � I (`I gIDE!Ntes non-stocked ham er FIRST FLOOR. ,Checked `� JI .� 14.36' 1 (5) Backer Blocks Require g SECOND FLOOR.,Ready to Plot 6 I I I ' ' q 5/24/01 14 43 ` 2 to SYMBOL LEGEND NOTE: Level design times mdlcnted abo e H V H1 provide assurance for proper level 1 pq H1 _ J TJI Joist Type dP5c9;q mUpper levels must have earls r A2 q-'tADED AREA GEFIOTES 2x10 M Rectangular Product Type Design Methodolo RAFTERS AT 24"OL.,AT g gr ASD H2 oprlagN-"__6UT WIWON = Bearing Vail Floor Area Loading Is: v/ A2 ,2 1?.RAFTER T IF 1— AN WALK-qJr 6AY LONPITION6 = Beam 40 psf Live Load 0F L 75 F011DW 1 O d Oti I N I/i D' 12 psf Dead Load _ X Column(CBO) Additional operator input loads have e'a 3'-0• 5 I. l0'�4-" H Hanger Type been added Maximum Joist Deflection(2}zxl0 (2rzxla U Hanger Symbol L/480 Live Load 2-2x6 FL.Bt1. PC ParnI let Closure Type FflMG FRI eorro L/240 Total Load �' cFIORD ROOF i/8 C/e I Rim Rim Type WeightedaAverrageror48tian: O Point Load Lowest Rating: 43 nzo Highest Rotin: 51 1 6D & I`IOT6 — Line Load Gluedt6Appalied Decking e king is Assumed I) I.MICRO-LAM(M.L.)BEAMS AND TJI's TO BE — Area Load Floor Decking: 23/32' OSII INSTALLED PER TRUSS JOIST CORPORATION Detail Caliout Label Normal D.C. Spacing �as-a RESIDENTIAL PRODUCTS REFERENCE GUIDE Q = 16'w ' As aw az w A lSee Builder's Guide or Pocket Gold)Default Wa II/Beam Width: 3.5'x 2.ALL 2x HE Df.RS AT BEARING WALLS GgEpTER THAN 5'-0' SHALL BE SUPPppRTED BY(2J 2x4 _ Bearing Width Labe[ Standard Rin: RmIx STUDS AT EACH END(U.N.O.). k-•- Joist Layout Symbol TJ-X ert 6.11 (k675) A 3,MICRO-LAM HEADERS AND BEAMS SHALL BF. Y y p SUPPORTED BY 2-2x4's W//2"FILLER O Wall Header/Bearing Width Worming C6.11 D6.11 S6.11 P6.11 4T EACH END(U.N.O.) wUntes11 noted otherwise J 4,GIRDER TRUSSES SHALL BE SUPPORTED BY 2-2x4's®EACH ENO(U.N.O.) REQUIRED BEARING LENGTHS SECOND y2 S]F..�CON Dj FLOOR �Ah14'G PLAN 5.ALL NON-LVL FRAMING MATERIAL SHALL BE Warning k Label Lengtfi WP322 WOODRUFF SPRUCE-P Hearin 6.ROOF DECKINGINE-FIR OR BETTER SHALL BE 1/2"WAFERWOOD_ O MI (20) 2.52' 8. ®INDICATES BEARING PARTITIONS Headers not scth en 5' of bearing g . 116--a- listed lrequire so. REP51ow pg7e 9. UpENOTE5 2.4 SUPPORT'STUDS-SEE NOTES fJ2, P,3 6,({4 ABV. l. "-"-'-'-'-- - RE: 4/D-5 Support widths provide _ adequate bearing for oanwrl oY:o.conraer —"— �_� SECOND FLOOR 10. 7/S' BF AId/HEADER LENGTHS ARE SPECIFIED IN BOX products not listed. __— R Il'AMWG PLAll� ii. 2--2x6 HIDES. ©EXT.GABLE END NON-BRNG.OPIJ'GS cNccKeo ev: oAT 30 MAY,2001 - SHEET NO. 2x4 one side. JOIST AND BEAM LIST Jfi Use 2x4 both 'sides if joist Plot Unit 11 oP Net F spacing is greater ID Length Product at Plies Qty than 24°o.C. JI 17' 11 7/8' TJI/Pro-120 Joist 9 1 9 wEgo W M5 16, 1 3/4' x 16' 1.9E Micro=Lam LVL 1 2 2 (2D")box M4 1T 2 1 3/4' x 11 7/8' 1.9E Micro=Lan LVL 1 2 2 / narows 8d its of 8" o.c. No�.€' - G P ARaE2 OE11_I146 Beveled EqcEvw 2x4 block dFA7 Beveled bearing plate required c`ARE -ai \ r when slope exceeds I"per foot a _ Id FLAr .m 36"SEE-THRU i i eo . e Is o.s.JPRE-FAp FIRFRAf,E JI IE o% LOW END 4 M5 max (k I 2 2 R14 1 6 FLAT REV/A REV/9 04 U 1/12' ,1 LIN. CARPET i O I I �i I I I I � � K/5 1 1 LAV OPT. NAI PER w n� VIN. yLLS,R -F ASTEN W/ tar'an9 ca.nss P.xe. .i �E 3 _ _ ___ •k ( �'' I I I ( it �bd 1/STID _ N ba LM n VI I I I 5 I / I l i __�__F_� L L eEvac mH.Nn' = I (2 2xIOl L_L L L ._ L_ 1 1 z 6 LLLL l� a rCE P 1/2 WALL WT . PA I ' I 1 I RT4 AJ 5MDErMLTH15 .. O 1 I I ( I 1 1 i '; y 1z 2 — 1TLfK,fl,NC2 c�D >> L LUXURY BA'IC1E)< E MASTER RETREAT OPTION 1/12' RT-4C LL_L_ O RT-4G 'l ,-a 2x6 RAFT. I I I I 1 �-2 b YEALE�25 �— TUB/SHOWER WALL DETAIL k� GI.EAR CHASEHT.MIN. ( I I ' 1 r/ q 24KATgGAGEIL-(E 5�'FATHI 04FRFWAIItJS I TO AJ-ON FOR PROMR vE_Nff_ATIGN-L,5 PPCf 1 ( I I I 1 f I x 1 j 1/2"W.W.COVER I T P ROOF FRAMUNG P ANj 20E -ASCJAATr. i_d WP322 WOODRUFF F RTH ROOF CVALE G PLAN FIN.FL �y SCALE:1/6=1' RENSION DATE Y I APP IWTRLF5 II/17/01 nFIREPLACE CHASE DETAIL THE ALTERATION OF THESE PLANS UNLESS DONE UNDER THE D A-9 '/4"1-0'AT OPT. GAS FIREPLACE COND. DIRECTION OF A LICENSED ENGINEER OR ARCHITECT IS A aA��r�a.:D.coDFaEr --- __ __.__ _ VIOLATION OF THE STATE EDUCATION LAW, RULES, AND - - REG- ULATIONS AND IS A CLASS A MISDEMEANOR DATE: 27 a EMKR.2001 - -- -- SHEET NO. 0 DOOR SCHEDULE INCLUDES SHIM GENERAL NOTES FRAMING NOTES KEY DOOR SIZE 9 NOTES ROUGH OPENING I. WINDOWS IN BEDROOMS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 4 SQUARE 1.MIrRO-LAM(M.L.)BEAMS AND T-I'S TO BE �Oelb X I I ENTRY HIbO FEET,THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 10".THE MINIMUM NET CLEAR INSTALLED PER TFZU55 JOIST CORPORATION I zlobb Vv5ULT. X I ENTRY H1410 4'-5 5/4'X b'-10 1/2" OPENING WIDTH SHALL BE lb".SILL HEIGHT SHALL NOT BE MORE THAN 42" IS 'G��N12 IDLT5 APP.@ ALL ABOVE GRADE STORIES. RESIDENTIAL.PRODUCTS REFERENCE GUIDE :1�_7 ENTRY HI 5�-5,�/4ll X(11-10 1/21 2.PROVIDE 5/81"TYPE'X`GNP ON BOTH SIDES OF COMMON NALL5 OF ATTACHED GARAGE, 2."OLD FRAM 1,1>6 MEMBERS b CLEAR 2 G PANEL MA53NITE 2-g'.,7x L GO AND F S 24C 5 _,TNE SIrE, WASTE REMAIN'NG GARAGE WALLS 4 CEILING OF RAINS AT TUB 2 3.ALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHEREN15E. TOILET AND 5HONER.DIME14510 5 1 NDIrAk, 4 266D 11-11,X 11-111 - 4,PROVIDE PROPER,BACKING ARE FROM CENTER LINE OF DRAIN ON NON-LVL'5 ONLY 5 -KN6 FOR H05E BIBS,FIREPLACE MANTELS,PANEL MOULDING, 3 ALL NON-LVL.FRAMING MATERIAL SHALL BE X - FC, RAILINGS VANITY TOPS. 6 01-PASS 4'-&'X 6-10 1/2" 'FRESH AIR FEED FOR FIREPLACE PER NYS CODE, -2 SPRUCE-PINE-FIR OR BETTER 5.PROVIDE 4.FIRST 4 SECOND FLOOR DECKING SHALL BE --2 6065---50 X FRENCH SLIDER 6--0 1/4"X 6--A F/A" 6a 6 GARAGE WINDOWS DO NOT REQUIRE LOW E GLAZING. 5/4"NAFERNOOD-GLUED-UED AND SCREWED X 51-PA55 5'-0"X 6'-10 1/2" E LOUVERED 51-F251-12 �,�7-xv',-,LH',�12" 'E ENTRY DOOR TO BE 5/4"HOUR WITH AUTO CLOSER INCLUDING METAL JAMB. 5.BLOCKING UNDER PARALLEL PARTITION HALLS ABOVE 1:GARAGE q 606b -X t PA55 10 b M.G.R.O. 13 1/2"X 251/2"BOTTOM 0 40"A.F.F. 5 "g6�.@,N?N�15EAR�NLLPALL5,A ING X I OVERHEAD 12 q.ALL NON-DIMENSIONED WALLS ARE:GARAGE EXTERIOR.-3 1/2" b.ALL JOISTS 12 HOUSE EXTERIOR-5 1/2"; HOUSE INTEPIOR-3 1/2"UNLESS NOTED OTHERWISE SUPPORTED FRAMING TO BEAMS SHALL BE X BI-FOLD 10�PROVIDE FIREBLOOKINO&b'A.F.F.MIN. TEE?BY M SON"0210"METAL JOIST HANGERS- 15 2668 X E31-FOLD 2--1 5/4"X 6'-10 1/2' 2xb EXT.STUDS @ 16"Or.,2x4 ERNC.STUDS d QTCHEN/EIATH MALLS 0 16"Or-., 0 SINGLE JOISTS -2"@ DBL.JOISTS(U.N.O.) 14 �IOe,4� X 77rmn 3'-1 3/4"X 6'-10 1/2" E B., 2 8, 1 -D BEARIN6 PARTITIONS ABOVE BELOW X It '-p'"X&`11' lb"PLT HF.a 15T FLOOR,e,'- Ile"PLATE HT. 2ND FLOOR5-U,N.0, 1.Z== INDICATE OR i5 A6A X b PANEL 5 _0 1/5"HDR.HT.9 15T 4 2ND FLOORS-U.N.O. PROVIDE 50LID 51-06KINC AS REQUIRED 6 2-206b X b PANEL MAMNE 4'-2 V2"X&'-11" &0 PROVIDE 50LID BLOCKING TO UNDERSIDE =LITE- bl-q 5, - RI&I �3� OF FLOOR SHEATHING FOR FRAN5PER 11. X FULL GLASS 13,�' 314" OF POINT LOADS. 50 2565 x FIRE 2 _b /," FOUNDATION NOTES q, DENOTES PLUMBING DRAINS-MAINTAIN 12� 21 5060 X FRENCH SLIDER 5'-0 1/4"X 6'-8 5/b' CLEARANCE TO FRAMING MEMBERS 221 406b X 31-FOLD - A-I 514•'X 6-10 1/2" 231 2568 X b PANEL MA50N17E 2'-fO`X 6-11" 11 1 11065 7 FRENCH SLIDER q'-O 1/4"X V-D 5/6" 24 1 6068 XI 51-FOLEI -7-1 5/4-Xb-10 1/2" I CONCRETE STRENGTH AND REINFORCEMENT PER ACI CODE5 TRUSS BRACING DETAIL 25 1 6068 X FRENCH SWING 2. I MINIMUM FIN15H GRADE 26 2b68 45"DEPTH TO BOTTOM OF FOOTING FROM 5.BITUMINOUS DAMPROOFINO,PEP NYS CODE WINDOW SCHEDULE SILVERUNE 29DO Series' 4 SUMP PIT TO BE FIELD LOCATED DEPENDING ON GRADE 2X4 DIAGONAL IlPAOI16 5 �AU-F_ -TOP SIDE l�F KEY TYPE SIZE ROUGH OPENING 5. -R TO BE FIELD LOCATED BOTTOM W, SEWER MAIN AN HATER METE CHI", 2-�132q .5(TYP) EA.END Or EILD6, 5H 5450-2 61.WINDOW WELL SIZE AND DEPTH TO BE DETERMINED IN FIELD AS REQUIRED 5 NAIRLU55 5, 7 1.CONNECT FOUNDATION DRAIN TO SUMP PIT BRACING TO BE AT T 55 EPA AN UP TO 52' 5 112'.�-0 112" PROVIDE KEYWAY BETWEEN FOOTING AND FOUNDATION OR 12'-4 45 DEGREE ANGLE 14-®TRUSS N UP TO 45' FX 11 R 5H 2D50�2 a TRUSS SPAN UP TO 6 5'-4`x 5'-0 112" 0.DOWELS.361,ar D SH 2550 2'-81/2;�L 5-0 1/2" E FX 5050 _5..'-O 12 x 5'-0 112 SUMP PIT TO STORM SEWER TO BE CONNECTED PER TOWN CODE 15' F FX 3020 10�FOUNDATION DRAINS SHALL BE LOCATED ON BOTH IN51LIE AND OUTSIDE -T7-7Z�7,.- g%-E5 1-/f;�7x OF FOOTING AND CONNECTED TO SUMP PIT AT BASEMENT r-ONDITION 11 5',C TAP60 MONOP051 11&A,STEEL APRON A - 5H a5O 1'-6 /2`x5'-O 1/2" -PIPE COLUMNS BY AK PRODUCTS CO.'OR EQUAL FASTEN N/I CONCRETE FASTENER PER P05T F, �044 Y-O 1/2".4'-4 112" 12.FASTEN STEEL POSTS TO HOOD BEAMS N/2 I&I NAILS PER POST 15* NAX4 LATERAL BRACING K -0 1/2".5'-0 1/2" ,L_g TOP 51DE OF 5H 2050 1 2' - -O"x 4'-b 1/2"TACK WELD STEEL POSTS TO STEEL BEAMS BOTTOM CHORD OV MIN, AA 2 5' I3.,CONCRETE STRENGTH e REINFORCING PER A.C.I.CODES 2-12d NAILS(TYP.) L 5H _2 -0 112" 14. /2"0 x 10"ANCHOR BOLTS AT ALL EXTERIOR MALLS M FX 2820-2 12"FROM ALL CORNER/OPN5-6'-0"O.G.MAX(MIN.2/PLATE) N 5H 2030 2'-0 112'.5'-0 1/2" 15 THE ALLOWABLE 501L 5FARN6 GAPACITY USED I,- P 5H 5450 3'-4 /2"x 5'-0 112" 0 FOR DESIGN PURPOSES HAS 2000 ESE. 7F--E�H- 2560-2 5'-4".6'-0 1/2" REINFORCING STEEL TO BE Fy=(,O K51. --Mj L @ DIAGONALS FROM BRACED R FX 4016 4�O 112". Lb 1/2" �'I:INSTALL F5-25 INSULATION TO 40"BELOW FIN GRADE BAYS. 5 REPEAT AT BOTH ENDS 5 Q) AT PERIMETER OF CELLAR EXPOSED TO GOLD AND T 20'INTERVALS 5H 3050 5'-0 1/2"x -0 112" �b.LOCATION OF FURNACE 4 H N.T,15 APPROXIMATE TRUSS NOTES I OT 5/4 5,-5 E��.7-11 11b" q.PROVIDE 2 EA,-4 RE-BARS AT FOOTIN65 PER SITE CONDITIONS T EYE E5645 3'-0 1/2".4'-1 1/16" V FX .4040 4'-0 1/2"x4'-O 1/2" 1,PROVIDE TEMPORARY AND PERMANENT N FX 3420 3*-4 12`x 2'0 1/2" BRACING AS REQUIRED By rpl HIB-ql X FX 2b22 2'-8 1/2"x -10 l/2., 2.LAP ALL LATERAL BRACES MIN.2 Y 5H 245 0 2'-4 1/2".5'-0 1/2" 5.PROVIDE IN ADDITION ALL BRACING z FX 2020 2 RECOMMENDED BY TRU55 MFG.AS AD 5H 3444 SHOWN ON GERT.TRO55 DRAWINGS. AG rT 3/0 3'-0 12",W-b qllb" AD -TT 70 4'-1 5/8"x2--31/5•' A-E -SP--3450-7- 0 In 1%Elm ENERGY CODE AS o- NEN YORr STATE ENERGY CONSERVATION CONSTRUCTION COPE AN L.EYHE F-C)6'� 3'-0 1/2"x3'-1 1/16"yr PART 5 r OMPLANCE WAVERLY PLACE BUILDING PE516N BY ACCEPTABLE PRACTICE BUILDING ENVELOPE DATA GENERAL NOTES FNVFI P 'C±jw-NEjm EXTERIOR WALL ow.ED ROOFICFILINC, R-24 P-2. A FLOOR Rr:q R=20,0 SCALE .-Il FOUNDATION HALL Rz =14 FIREPLACE SIZES 5LABED E I NO)LATION 0 R R-0 NIA 6LAZI Nr, R=I I R=2.0 0 N`�""R.O.HEIGHTWOOD R.0,WIDTH R.O.HEIGHT ENTRANG DOOR P-15 R=15 p 41" NeOLATED DEPTH BELOW GRADE D=45" D=48, -----41 SKYLIGHT DRAWN BY,J DOLAI N M7 XIMUM 4- 56-42 1", �,DYLIR,HT%OF TOTAL ROOF AREA 1%NA <1% * /44 W ll�l ,/ /I_" *R.O. 40 112' -11- 21 RS-SP, SHEET NO. NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE PART5 COMPLIANCE x i wim, LII`EP P*PF. BUILDING DESIGN BY ACCEPTABLE PRACTICE 21. "-puNNE BUILDING ENVELOPE DATA ENVELOPE COMPONENT REWRED 11, �D 'fill Pl.iAFIBEP 114SUL AT TOP OF MINIMUM R-18.01 TY�11,_I<,DT R-18 EXTEPJCR\AI-LL PROMDED 112' tFl W,STNEFIHIFIG p E N "F OVID E 0"s,JF R--24 R�-29 4 1�1 TO,'C)F 2-1 GYP LIFIEF,PAIIEL ROOFICEIUW, -1"i'r I PTA P T BT OF SHEATHIJIT R--2D.8 1�1 FPOVIDE 'SIJOK, -10,SIDE FLOOR U11r, C PjHNEP FOJNDA,nCN VOU FI-10 R--14 SLAB EDGE INSSUEATICN R--10 NA TYE, Pcof GLAZ)W� R-1.7 R--25 TRI, ENTRANCE DOOR R--10 _47 INSULATED DEPTH BELONGRAM D.I, D=46' SKYLIGHT R-1.7 R-33 --- ---------CODE TRI S DROP TOP FIBERGLAS--, PANE 2)FOR GHP LINER ISI<YUGHT%OF TOTAL ROOF AREA 11%MAXIMUM 1<1% PANEL HISUL RCOF I RUSS DPOP TOP CHOP,�14FOR GYP LINES PANEL __-Tll HIS I Ir FIRE PARRIED TY, HIS I Hl FIRE BFRRIll 1/2"PRECEDE'C'CYPSUIl PANEL Mix FIRECODE 'C'GYPSUM PANELS x TT -: I T ___l/2`GYP ED F x (ZILU-Il /2'GYP BE WALL SLIPS IF—ALUM.WALL,CLIPS ATTACHED TO METAL H-STUDS 1/3/8 TYPE'S'SCREWS /�'� PARTY WALL © ROOF DETAIL � � > PARTY WALL @ ROO F DETAIL 112'AIF SPACE 2 W/VERTICAL OFFSET 1/2"FIRECDDE 'C'GYPSUM PAN x. TJI FLOOR JOIST WALL PLATES(TOP&BOTTOITA' U m1r, 'E�TjRW"l- TO BE HOR �'I'Ll,T col", 4 0 c u TO F,'AT7.......................�2)"LAYERS N RA IN-- FAi�LL I, - OF USG GYPSUM LINER PANELS =,t.J ............................... WALL PLANES(TOP&BOTTOM}-7 1 1112' WATRWOOC TO BE CONT AND CUT TO Fl F BEAT OF ACOUS11CA SEALAN� 1/ 10 POURED CONCRETE WALL SHEATHING 0 EACH SIDE OF C'-TRACK WALL HOF17ONTAL ALUMINUM.----_/ JI'LL 1/1' P-MA W/1" STEEL ROWE P, Si DIHc CRIVE14 ANCHORS 0 94'G.C. OF 2"LINIII 112"WAFERWODD-� -7_ Cl I TOOPLINI 2 USG STEEL PANELS @ PARTY WALL& WALL SHEATHING C-C�AN IEL Q) I Lj CENTERLINE OF END WALL HORIZONTAL ALUMINUM----- /2,FIRECODE'C'GYPSUM ANELS -STUDS TYP. SIDING TO OVER H 5/4,5 FURRING C 24'OC ------------ -14L If ----------2NI"$Yp� < n VERI OVEP ME -STUDS 1/2' GYP ED 2"USG STEEL Ll ED PANELS C-CHANNEE —2' lSG STEEL t H STUDS @ 24 T/21"FRECODE'C'GYPSUM PANELS O.c 0 1/2"GYP,BD 3 ,/L2 RFIBERGLAS_ INS -11) WOOD STUDS N"'$YIPINELS 2"USG STEEL 'H'CTJDA 14,24"0 C 16' O.C. 3 FASTENS D W/3/S SCREWS 2,/lIDE MEM`PFIffBGLASS---. /. 0 C, "Imm - PARTY WALL C� EXT. WALL DETAIL —21,1 111111 1-1111B 16"OC (D Em Di3 PARTY WALL EXT. WALL DETAIL W/HORIZONTAL OFFSET FIREWALL DETAILS 0 o O-PAR THE ALTERATION OF THESE PLANS UNLESS DONE UNDER THE D—1 L L DIRECTION OF A LICENSED ENGINEER OR ARCHITECT IS A VIOLATION OF THE STATE EDUCATION LAW, RULES, AND BEG- —--------- ULATIONS AND IS A CLASS A MISDEMEANOR D-Z I? SHEET NO.